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1THE UNDRAINED SHEAR STRENGTH OF SOFT CLAY REINFORCED WITH GROUP ENCAPSULATED LIME BOTTOM ASH COLUMNS
المصدر: International Journal of GEOMATE. 14
مصطلحات موضوعية: Environmental Engineering, Materials science, Unconfined compression, Soil Science, Building and Construction, Penetration (firestop), engineering.material, Laboratory scale, Geotechnical Engineering and Engineering Geology, Shear strength (soil), Soft clay, Bottom ash, engineering, Composite material, Lime
URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_________::aac2be58d69d771dfc37628e24d31e85
https://doi.org/10.21660/2018.46.45208